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<br /> Job Truss TrussType Qry Ply LECY/REID RES JG/RK
<br /> i
<br /> 01030R R3C ROOFTRUSS 1 1
<br /> Superior Truss,Minneota,MN 56264 4.032 s Feb 78 1999 MiTek Industries,Inc. Wed Feb 09 14:36:15 2000 Page 1
<br /> � 4-0-9 , 7-9-11 , 12-4-15 , 17-0-4 � 23-1-8 29-1-1 , 35-2-5 , 38-9-0 ,
<br /> 4-0-9 3-9-1 4-7-5 4-7-5 6-1-4 5-11-8 6-1-4 3-6-11
<br /> 6x6�i
<br /> ��'� 5x8=
<br /> 6x6= 5x6- 3x8= 3x4 I I 4x6= � " �
<br /> r
<br /> 10.00 12 3 4 5 6 7 S 9
<br /> 4x6// �; 4 5x6=
<br /> W1 W5 7 W9 i W9 10
<br /> 2T I W11 2
<br /> 3x4!I I I I �co
<br /> 4 ; �
<br /> 1 B2 I c%�
<br /> W 6 I l i
<br /> I
<br /> � W 6 15 14 13 12 11 �
<br /> 0
<br /> , I 6x12= 4x8= 3x6= 4x6= 3x411 �
<br /> 5x6= �
<br /> �
<br /> Im
<br /> 21 20 19 18 17
<br /> � 4x611 4x6= 6x8= 3x411
<br /> , 7-9-11 , 12-4-15 17-0-4 1,8-6-(� 23-1-8 , 29-1-1 , 35-2-5 , 38-9-0 ,
<br /> � � �
<br /> 7-9-11 4-7-5 4-7-5 1-6-0 4-7-4 5-1 1-8 6-1-4 3-6-11
<br /> Plate Offsets(X,Y: 3:0-2-8,0-1-8, 9:0-6-4,0-2-0, 16:0-7-0,0-5-0
<br /> LOADING (psf) SPAClNG 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP
<br /> TCLL 40.0 Plates Increase 1.15 TC 1.00 Vert(LL) -0.30 18 >999 M20 197/144
<br /> TCDL 10.0 Lumber Increase 1.15 BC 0.73 Vert(TL) -0.47 15-16 >974
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.26 11 n/a
<br /> BCDL 10.0 Code UBC/ANSI95 1st LC LL Min I/defl=240 Weight:246 Ib
<br /> LUMBER BRACING
<br /> TOP CHORD 2 X 4 SPF No.2'Except' TOP CHORD Sheathed.
<br /> T2 2 X 4 SPF 1650F 1,SE,T3 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. Except:
<br /> BOT CHORD 2 X 4 SPF No.2'ExcepY 1 Row at midpt 5-16
<br /> 83 2 X 4 SPF 1650F 1.SE WEBS 1 Row at midpt 3-20,5-15,8-14,10-11
<br /> I WEBS 2 X 4 SPF No.3'ExcepY 2 Rows at 1/3 pts 4-19,2-21 .
<br /> W3 2 X 4 SPF 1650F 1.SE,W3 2 X 4 SPF 1650F 1,SE,W2 2 X 4 SPF No.2 �
<br /> I W1 2 X 4 SPF No.2
<br /> REACTIONS (Ib/size) 21=2326/0-5-8,11=2322/03-10(input: 03-8)
<br /> Max Horz21=505(load case 3)
<br /> FORCES (Ib)-First Load Case Only `
<br /> TOP CHORD 1-2=0,23=-1652,3-4=-1714,4-5=-3467,5-6=3380,6-7=-3380,7-8=3380,8-9=4612,9-10=-1516,1-21=-192,10-1�=-2286
<br /> BOT CHORD 20-21=968,19-20=1259,18-19=0,17-18=0, 16-18=78,5-16=-446, 15-16=3467,14-15=2611,13-14=1137, 12-13=1137,11-12=0
<br /> WEBS 2-ZO=680,3-20=-488,3-19=1209,4-19=-2952,16-19=2574,4-16=3059,5-15_-125,7-15=-611,5-15=1125,8-14=-1416,9-14=2129,9-12=-1046,2-21=-2273,10-12=1fi28
<br /> NOTES
<br /> 1)This truss has been checked for unbalanced loading conditions.
<br /> 2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load
<br /> and�0.0 psf bottom chord dead load,1000 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of
<br /> dimensions 46 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist,thay are exposed to wind. If
<br /> porches exist,they are not exposed to wind. The lumber OOL increase is 1.60,and the plate grip increase is 1.60
<br /> 3)Provide adequate drainage to prevent water ponding.
<br /> 4)All plates are M20 plates unless otherwise indicated.
<br /> 5)WARNING:Required hearing size at joint(s)11 greater than input bearing size.
<br /> 6)This truss has been designed with ANSI/TPI t-1995 criteria. �
<br /> LOAD CASE(S) Standard
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